3. A double angle truss member consist of two angle 127 x 89 x 12.7 mm thick with 127 mm side welded to a gusset plate. The member is to carry a total tensile force of 1050 kN. Using E70 electrode, determine the length of each weld required. Use Fy = 250 MPa 127 mm 615 89mm N.A 89mm 6'1 4₁ ㄷ

3. A double angle truss member consist of two angle 127 x 89 x 12.7 mm thick with 127 mm side welded to a gusset plate. The member is to carry a total tensile force of 1050 kN. Using E70 electrode, determine the length of each weld required. Use Fy = 250 MPa 127 mm 615 89mm N.A 89mm 6'1 4₁ ㄷ

Steel Design (Activate Learning with these NEW titles from Engineering!)

6th Edition

ISBN:9781337094740

Author:Segui, William T.

Publisher:Segui, William T.

Chapter5: Beams

Section: Chapter Questions

Problem 5.2.1P

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The 1 x 6 plate shown in Fig. 3.13 is connected to a 1 x 10 in plate with longitudinal fillet welds to transfer a tensile load. Determine the LRFD design tensile strength and the ASD allowable tensile strength of the member if Fy = 50 ksi and Fu = 65 ksi.
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Please answer
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